Tensile Performance Evolution of Cracked Ultra-High-Performance Concrete Under Freeze-Thaw Conditions

LIN Xun; ZHAO Mengjia; CHEN Can; ZHANG Hongrui; ZHONG Rui; WANG Jingquan; YAO Yiming

doi:10.14062/j.issn.0454-5648.20240714

Journal of the Chinese Ceramic Society, Volume. 53, Issue 5, 1236(2025)

Tensile Performance Evolution of Cracked Ultra-High-Performance Concrete Under Freeze-Thaw Conditions

LIN Xun¹, ZHAO Mengjia¹, CHEN Can¹, ZHANG Hongrui¹, ZHONG Rui¹, WANG Jingquan^2,3, and YAO Yiming^1,4

Author Affiliations

¹School of Civil Engineering, Southeast University, Nanjing 211189, China

²Faculty of Civil Engineering and Mechanics, Jiangsu University, Zhenjiang 212013, Jiangsu, China

³State Key Laboratory of Safety, Durability and Healthy Operation of Long Span Bridges, Nanjing 210096, China

⁴Heilongjiang Province Academy of Cold Area Building Research, Harbin 150080, China

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LIN Xun, ZHAO Mengjia, CHEN Can, ZHANG Hongrui, ZHONG Rui, WANG Jingquan, YAO Yiming. Tensile Performance Evolution of Cracked Ultra-High-Performance Concrete Under Freeze-Thaw Conditions[J]. Journal of the Chinese Ceramic Society, 2025, 53(5): 1236

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Paper Information

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Received: Nov. 6, 2024

Accepted: May. 29, 2025

Published Online: May. 29, 2025

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DOI:10.14062/j.issn.0454-5648.20240714

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